Consolidation Effects On Properties Of Highly Compressible Soils Peats

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Consolidation Effects On Properties Of Highly Compressible Soils Peats

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Author : Abdulmohsin Wani Dhowian
language : en
Publisher:
Release Date : 1978

Consolidation Effects On Properties Of Highly Compressible Soils Peats written by Abdulmohsin Wani Dhowian and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1978 with Peat soils categories.

Consolidated Effects On Properties Of Highly Compressible Soils Peats

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Author : A.W. Dhowian
language : en
Publisher:
Release Date : 1981

Consolidated Effects On Properties Of Highly Compressible Soils Peats written by A.W. Dhowian and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1981 with Peat categories.

A Model For One Dimensional Compression Of Peat

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Author : Li-Tus Lan
language : en
Publisher:
Release Date : 1992

A Model For One Dimensional Compression Of Peat written by Li-Tus Lan and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1992 with Peat soils categories.

The Effect Of The Properties Of The Soil Liquid On The Consolidation Of Clay Soils

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Author : Mahdi Hassan Al-Kutubi
language : en
Publisher:
Release Date : 1962

The Effect Of The Properties Of The Soil Liquid On The Consolidation Of Clay Soils written by Mahdi Hassan Al-Kutubi and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1962 with categories.

An Analysis Of One Dimensional Creep Behavior Of Peat

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Author : Patrick Joseph Fox
language : en
Publisher:
Release Date : 1992

An Analysis Of One Dimensional Creep Behavior Of Peat written by Patrick Joseph Fox and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1992 with categories.

Journal Of The Southeast Asian Society Of Soil Engineering

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Author :
language : en
Publisher:
Release Date : 1975

Journal Of The Southeast Asian Society Of Soil Engineering written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1975 with Engineering geology categories.

Soil Consolidation With Varying Properties And Secondary Compression

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Author : Alvaro Ignacio Covo
language : en
Publisher:
Release Date : 2001

Soil Consolidation With Varying Properties And Secondary Compression written by Alvaro Ignacio Covo and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2001 with categories.

Soil Micromorphology

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Author : Peter Bullock
language : en
Publisher:
Release Date : 1983

Soil Micromorphology written by Peter Bullock and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1983 with Science categories.

V.1. Techniques and applications -- v.2. Soil genesis.

Geotechnical Abstracts

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Author :
language : en
Publisher:
Release Date : 1988

Geotechnical Abstracts written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1988 with Engineering geology categories.

Prediction Of Field Compressibility From Laboratory Consolidation Tests Of Peats And Organic Soils

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Author : P. Stinnette
language : en
Publisher:
Release Date : 1998

Prediction Of Field Compressibility From Laboratory Consolidation Tests Of Peats And Organic Soils written by P. Stinnette and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1998 with Consolidation categories.

Gibson and Lo (1961) compressibility parameters a and b for an organic soil can be determined from the organic content and the current pressure using the model presented by Gunaratne et al. (1998). These parameters, however, were developed based on results of laboratory one-dimensional consolidation tests and are valid for the K0 state. Researchers such as Edil et al. (1984) have found that the experimentally determined values of b in particular are larger for field situations. Therefore, the compressibility parameters have to be modified to predict field settlement under surcharges. This paper describes an extended model that addresses this issue and demonstrates how the laboratory-based b value can be corrected for field loading conditions. Finally, results of a full-scale, instrumented field settlement study of organic soil are shown to correlate well with the predictions of the extended model.